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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> LOCATION FLOOD PLAIN DATA: FLOODWAY DATA: 100- YEAR 32 <br /> 100 YEAR <br /> I 100 YEAR THALWEG2 WATER MEAN WATER DISTANCE3 4 MEAN <br />SECTION STATION DESCRIPTION DISCHARGE SURFACE TOP VELOCITY SURFACE TOP DISTANCE VELOCITY <br />NUMBER (CFSl ELEVATION ELEVATION WIDTH (FT.) (FT.lSEC,l ELEVATION WIDTH (FT.) LEFT (FT,) RIGHT (FT.) (FT./SEC,) <br /> MAIN CHANNEL-CONT'D <br />1772 170+00 Stock Pond Dam 4200 5098.6 5101.1 430 6.6 5101.2 365 28CJ 85 7.0 <br />1770 167+75 5600 5084.3 509fi.5 258 6.0 5096.5 265 200 65 6,6 <br />1760 164+95 5600 5082.0 5093.2 102 11.3 5093.8 90 40 50 1(1.4 <br />1750 162+45 5600 5080.2 5092.8 246 5.1 5092.8 110 45 65 7.5 <br />1740 160+75 5600 5078.3 5091.1 180 8.4 5091. 3 120 65 55 9.1 <br />1730 158+10 5600 5077.1 5089.3 345 7.6 5089.5 170 110 60 9.2 <br />1720 155+20 5600 5074.9 5087.2 403 7.4 5086.9 180 85 95 9.7 <br />1710 151+50 Confluence With Tributary IV 5600 5072 .8 5083.4 326 8.3 5083.6 220 100 120 8.4 <br />1700 148+95 5600 5070.9 5082.9 424 4.8 5083.3 340 290 50 4.4 <br />1690 145+ 7 5 5600 5069.7 5082.6 490 3.3 5082.9 250 175 75 3.9 <br />1680 145+35 Quebec Street 5600 5078.3 5081.4 395 7.8 5081.4 230 180 50 9.1 <br />1670 144+ 95 5600 5069.7 5079.4 328 7.2 5079.7 205 185 20 7.8 <br />1660 141+60 5600 5066.7 5076.5 310 7.2 5076.8 240 180 60 7.3 <br />1650 139+ 10 5600 5065.2 5076.0 253 6.8 5076.5 205 175 30 6.2 <br />1640 137+20 5600 5063.9 5074.9 262 7.6 5075.0 150 30 120 8.2 <br />1630 133+80 5600 5061.9 5073.7 275 7.9 5074.2 160 60 100 8.0 <br />1620 131+80 5600 5060.9 50??.9 270 8.0 5072 . 7 150 115 35 9.9 <br />1610 128+40 5600 5059.2 5069.9 185 9.5 5070./:; 120 65 55 8.6 <br />1600 125+10 5600 5057,2 5068.5 265 7.9 5068.4 120 85 35 10.3 <br />1590 122+10 5600 5056,2 5066.2 272 7.7 5066,3 145 40 105 8.9 <br />1580 119+50 5600 5055.5 5065.4 270 7.1 5065.4 160 110 50 8.1 <br />1570 116+ 70 5600 5054.3 5064.2 270 7.8 5064.5 170 20 150 7,9 <br />1560 115+00 5600 5053.9 5064.0 360 5.5 5064.0 200 120 80 7.4 <br />1550 112+ 70 5600 5053.0 5062.2 260 8.1 5062.2 175 115 60 8.9 <br />1540 110+15 5600 5052.4 5061.1 304 6.3 5061.0 180 60 120 8.2 <br />1530 108+25 5600 5051. 2 5059.6 247 8.3 5060.1 145 55 90 8.4 <br />1520 107+25 5600 5050.8 5059.4 262 6.4 5060.0 150 95 55 6.9 <br />1510 103+ 7 5 5600 5048 .7 5057.1 205 8.9 5057.0 160 100 60 11.0 <br />1500 100+30 5600 5048.9 5055.7 270 6.4 5056.7 245 80 -165 5.1 <br /> ',' <br /> - <br /> TABLE 3 FLOOD HAZARD AREA DELINEATION <br />co.... U"'T'... 0 ~ SELLARDS & GRIGG, INC, TABULAR FLOOD PLAIN AND FLOODWAY DATA URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />(NOI... Itt:". U.!o." 14TH AVl!"Ut: . COTTON>'iOOD 'lAZA I <br /> LAKI!WOao. COLOIIIAOO lOllS 231.11411 BRANTNER GULCH CITY OF THORNTON <br /> ADAMS COUNTY <br />